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TERMITE NOTES
<br />FLORIDA BUILDING CODE 6th EDITI❑N (2017)
<br />CHAPTER 3, SECTI❑N R318- PR❑TECTI❑N AGAINST TERMITE
<br />R318,1 TERMITE PROTECTION, SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING
<br />SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER
<br />APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE
<br />TREATMENT TO NEW CONSTRUCTION. See Section 202, Registered Termiticide,
<br />UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
<br />DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
<br />STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
<br />ESTABLISHED BY THE FL. DPT OF AGRICULTURE AND CONSUMER SERVICES',
<br />R31811IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />THE INITIAL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
<br />EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE.
<br />R31812IF SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE
<br />RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED,
<br />R31813SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT -
<br />- INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL -BE CREATED- BY
<br />USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENTE DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT.
<br />R31814CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR
<br />RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF
<br />REINFORMENT STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS
<br />POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATION OR DISTURBING
<br />TREATED SOIL,
<br />R31815CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL TREATMENT, TO ENHANCE
<br />VERTICAL PENETRATION OF THE CHEMICALS,
<br />R318,1,%DIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
<br />GRADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE SIDEWALLS, ALSO, A VERTICAL CHEMICAL
<br />BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING
<br />LANSCAPING AND IRRIGATION/ SPRINKLER INSTALLATION, ANY SOIL DISTURBED AFTER THE
<br />CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED.
<br />R318,2 PENETRATION, PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND, IF SOIL
<br />TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SHALL RECEIVE APPLICATION
<br />OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE.
<br />R318,3 CLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK,
<br />STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL
<br />NONPRESERVATIVE TREATED OR NONNATURALLY DURABLE WOOD, OR OTHER
<br />CELLULOSE CONTAINING MATERIAL R AL PRIOR TO CONCRETE PLACEMENT,
<br />R318,4 CONCRETE BEARING LEDGE
<br />BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE
<br />AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE BRICK, STONE OR OTHER VENEER WHICH IS
<br />POURED INTEGRALLY WITH THE CONCRETE FOUNDATION.
<br />NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD JOINTS
<br />SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE IS AN
<br />APPROVED PHYSICAL BARRIER.
<br />AN APPROVED PHYSICAL BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
<br />SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT,
<br />IF MASONRY VENEER EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE
<br />APPLIED TO THE CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, LIEU OF A PHYSICAL
<br />BARRIER,
<br />EXCEPTION:
<br />VENEER SUPPORTED BY A STRUCTURAL MEMBER SECURED TO THE FOUNDATION SIDEWALL
<br />IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402, PROVIDED AT LEAST A 6 INCH (152 mm)
<br />CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR EXIST BETWEEN THE
<br />VENEER AND THE TOP OF ANY SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING
<br />COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK IMMEDIATELY ADJACENT TO
<br />OR ADJOINING THE STRUCTURE,
<br />R318,5 FOAM PLASTIC PROTECTION. EXTRUDED AND EXPANDED POLYSTYRENE,
<br />POLYISOCYANURATE, AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR
<br />FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATIONS LOCATED
<br />BELOW GRADE, THE CLEARENCE BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND
<br />EXPOSED EARTH SHALL BE AT LEAST 6 INCHES,
<br />EXCEPTIONS:
<br />1, BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS, FLOOR, CEILINGS AND
<br />ROOFS ARE ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR PRESSURE -PRESERVATIVE -TREATED
<br />WOOD, 2, WHEN IN ADDITION TO THE REQUIREMENTS OF SECTION R318,1, AN APPROVED
<br />METHOD OF PROTECTING THE FOAM PLASTIC AND STRUCTURED FROM SUBTERRANEAN TERMITE
<br />DAMAGE IS USED,
<br />3, ON THE INTERIOR SIDE OF BASEMENT WALLS,
<br />R318,6 PROTECTION AGAINST DECAY AND TERMITES, CONDENSATE LINES AND ROOF DOWNSPOUTS
<br />SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETER BY
<br />UNDERGROUND PIPING, TAIL EXTENSION OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
<br />REQUIRED ON ALL BUILDING WITH EAVES OF LESS THAN 6 INCHES HORIZONTAL PROJECTION
<br />EXCEPT FOR GABLE END RAKES OR ON A FOOF ABOVE ANOTHER ROOF,
<br />ELECTRICAL NOTES
<br />1. All work shall be in strict accordance with national electrical code all applicable local ordinances and in
<br />cooperation with the utility companies.
<br />2. Coordinate all work with all trades.
<br />3. Mount all outlets and receptacles plumb and flush with walls.
<br />4. Receptacles shall be mounted 12" a.f.f unless shown otherwise.
<br />5. Install electrical cable, wire and connectors as indicated in accordance with the manufacturer's written
<br />instruction, the applicable requirements of nec and the national electrical contractors association "standard of
<br />installation' and in accordance with recognized industry practices to ensure that production serve the intended
<br />functions.
<br />6. All wire shall be std. #10 and #12 and shall be romex or nm cable Type "B" or approved equal.
<br />7. Coordinate electrical requirements for A/C with A/C contractor.
<br />8. R313.1 Smoke alarms.
<br />Smoke alarms shall be installed in the following locations:
<br />1. In each sleeping room.
<br />2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
<br />3. On each additional story of the dwelling, including basements but not including crawl spaces and
<br />uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the
<br />adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that
<br />the lower level is less than one full story below the upper level.
<br />When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices
<br />shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the
<br />individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening
<br />doors closed.
<br />All smoke alarms shall be listed and installed in accordance with the provisions of this code and the household fire
<br />warning equipment provisions of NFPA 72.
<br />NOTES
<br />R309.1 Opening protection.
<br />Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other
<br />openings between the garage and residence shall be equipped with solid wood doors not less than 1 3/8 inches
<br />(35 mm) in thickness, solid or honeycomb core steel doors not less than 1 3/8 inches (35 mm) thick, or 20-minute
<br />fire -rated doors.
<br />R309.1.1 Duct penetration.
<br />Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be
<br />constructed of a minimum No, 26 gage (0.48 mm) sheet steel or other approved material and shall have no
<br />openings into the garage.
<br />R309.2 Separation required.
<br />The garage shall be separated from the residence and its attic area by not less than '/2-inch (12.7 mm) gypsum
<br />board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms
<br />above by not less than 5/8-inch (15.9 mm) Type X gypsum board or equivalent. Where the separation is a
<br />floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2-inch (12.7
<br />mm) gypsum board or equivalent.
<br />R311.4.3 Landings at doors.
<br />There shall be a floor or landing on each side of each exterior door.
<br />Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required
<br />exit door, a landing is not required for the exterior side of the door.
<br />The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches (38 mm) lower
<br />than the top of the threshold. The floor or landing at exterior doors other than the exit door required by Section
<br />R311.4.1 shall not be required to comply with this requirement but shall have a rise no greater than that permitted in
<br />Section R311.5.3.
<br />Exception: The landing at an exterior doorway shall not be more than 73/4 inches (196 mm) below the top of the
<br />threshold, provided the door, other than an exterior storm or screen door does not swing over the landing.
<br />The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of
<br />36 inches (914 mm) measured in the direction of travel.
<br />R311.4.4 Type of lock or latch.
<br />All egress doors shall be readily openable from the side from which egress is to be made without the use of a key
<br />or special knowledge or effort.
<br />R311.5.2 Headroom.
<br />The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) measured
<br />vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform.
<br />R311.5.3 Stair treads and risers.
<br />R311.5.3.1 Riser height.
<br />The maximum riser height shall be 73/4 inches (196 mm), The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
<br />more than 3/8 inch (9.5 mm).
<br />R311.5.3.2 Tread depth.
<br />The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between
<br />the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge.
<br />The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
<br />Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches
<br />(305) mm from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6
<br />inches (152 mm) at any point. Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 mm)
<br />walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm).
<br />R311.5.3.3 Profile.
<br />The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not
<br />less than 3/4 inch (19 mm) but not more than 11/4 inch (32 mm) shall be provided on stairways with solid risers. The
<br />greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between
<br />two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed'/2 inch
<br />(12.7 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle
<br />not more than 30 (0.51 rad) degrees from the vertical. Open risers are permitted, provided that the opening
<br />between treads does not permit the passage of a 4-inch diameter (102 mm) sphere.
<br />Exceptions:
<br />1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm).
<br />2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less.
<br />R312.1 Guards required.
<br />Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below
<br />shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30
<br />inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height
<br />measured vertically from the nosing of the treads.
<br />Porches and decks which are enclosed with insect screening shall be provided with guards where the walking
<br />surface is located more than 30 inches (762 mm) above the floor or grade below.
<br />R314.1.2 Thermal barrier,
<br />Foam plastic, except where otherwise noted, shall be separated from the interior of a building by minimum 1/2-inch
<br />(12.7 mm) gypsum board or an approved finish material equivalent to a thermal barrier to limit the average
<br />temperature rise of the unexposed surface to no more than 250'F (121'C) after 15 minutes of fire exposure to the
<br />ASTM E 119 standard time temperature curve. The gypsum board shall be installed using a mechanical fastening
<br />system in accordance with Section R702.3.5. Reliance on adhesives to ensure that the gypsum board will remain in
<br />place when exposed to fire shall be prohibited.
<br />R401.3 Drainage.
<br />Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not
<br />create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away
<br />from foundation walls shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm).
<br />Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet
<br />(3048 mm), drains or swales shall be provided to ensure drainage away from the structure.
<br />d. Three -eighths -inch -thick single -ply gypsum board shall not be used on a ceiling where a water -based textured
<br />finish is to be applied, or where it will be required to support insulation above a ceiling. On ceiling applications to
<br />receive a water -based texture material, either hand or spray applied, the gypsum board shall be applied
<br />perpendicular to framing. When applying a water -based texture material, the minimum gypsum board thickness
<br />shall be increased from 3/8 inch to 112 inch for 16-inch on center framing, and from 112 inch to 5/8 inch for 24-inch on
<br />center framing or 1/2-inch sag -resistant gypsum ceiling board shall be used.
<br />R703.7.5 Flashing.
<br />Flashing shall be located beneath the first course of masonry above finished ground level above the
<br />foundation wall or slab and at other points of support, including structural floors, shelf angles and
<br />lintels when masonry veneers are designed in accordance with Section R703.7. See Section R703.8 for
<br />additional requirements.
<br />WOOD NOTES
<br />1. All framing members bearing interior & exterior shall be wood members with properties equal to or better than
<br />those given by the Southern Pine inspection bureau for surfaced dried Southern Pine no. 2 (minimum allowable
<br />bending stress -1290 psi for single members uses and 1400 psi for repetitive member uses, Modules of
<br />elasticity-1,600,000 psi).
<br />2. All wood non -bearing exterior and interior walls to be #2 spruce pine fur (fb = 1,000 psi).
<br />3. All wood girders shall have a min. of (4) - 2"x4" studs placed directly under the girder and double plate.
<br />4. All lumber in contact with masonry or concrete shall be pressure treated.
<br />5. All roof rafters and prefabricated wood trusses shall be securely fastened to their supporting wall or beams
<br />with hurricane clips or anchors as noted.
<br />it p
<br />6. Prefabricated wood trusses shall be designed in accordance with the latest edition of the "national design
<br />specification for stress -grade lumber" and it's fasteners as recommended by the national forest products
<br />association.
<br />7. Truss member and connections shall be proportioned (with a maximum allowable stress increase for load
<br />duration of 20% to withstand the load given in note.
<br />8. Truss manufacturer shall submit shop drawings and design note with an engineers seal for approval. Design
<br />notes are to include the rated load capacity of the connectors used to secure the members, certification of the
<br />connector capacity's and manufacturers license to fabricate trusses utilizing the connectors system proposed.
<br />9. Bridging for pre-engineered truss shall be as required by truss manufacturer in addition to member show on
<br />drawings.
<br />10. Roof decks shall be 112" plywood or O.S.B. for fiberglass shingle roofs and 5/8" plywood for concrete or clay
<br />tile roofs. Use 8d nails with 4" spacing at all panel edges and 6" spacing intermediate supports. Provide plyclips
<br />at unsupported edges.
<br />11. All wood frame details -shall be -in accordance with "NATIONAL DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCTION" latest addition, national forest products association, unless detailed otherwise on the structural
<br />drawings.
<br />12. Roof live load =20 psf. Roof dead load =20 psf
<br />13. Gable endwalls adjacent to cathedral ceilings are required to be continuous from floor to roof diaphragm. FBC
<br />2004 2304.3.4.2.
<br />in r r other framing with common nails f I is hrams
<br />14. Attach plywood sheathing to supporting trusses o g or gable d p
<br />only:(unless otherwise noted) 8d:
<br />a. 4" o.c. along edges of plywood panels.
<br />b. 6" o.c. along field of plywood panels.
<br />FOUNDATION NOTES
<br />Verify location of building at site using owners approved plot plan and adjust concrete footing, slab, landing, and
<br />steps, as grade requires. If conflicts between existing site conditions and approved plot plan arise contact T.G.C.
<br />1. Prepare soil to receive 4" concrete slab min, w/ compressive strength of 3,000 p.s.i. @ 28 days w/ 6x6 10/10
<br />w.w.m. or fiber mesh reinforced conc. barrier on clean, well compacted fill treated for termites. If fibermesh is
<br />used cut 1" joint every 15'-0" each way.
<br />2. All footings to be 18" wide x 10" deep w/ (2) #5 rebar continuous (unless noted otherwise).
<br />3. All thickened slabs (bell footing) to be 18" wide x 16" deep w/ (2) # 5 rebar continuos (place uplift strapping or
<br />anchors as may be required per code) unless noted otherwise.
<br />4. All column pad to be 24" x 24" x 12" w/ #5 rebars @ 6" o.c. each way (unless noted otherwise).
<br />5. All thickened edge slabs to be 12" x 12" w/ (1) #5 rebar (unless noted otherwise).
<br />6, Thickened slab at floor elevation change is to be 8" deep x 16" wide w/ (2) #5 rebar continuous (unless noted
<br />otherwise).
<br />7. Fill core with concrete and place (1) #5 rebar vertical from footing to tie -beam.
<br />8. Pitch slab at grade at 1" in 1 U typical (in direction of arrow). unless noted otherwise
<br />9. Recess floor slab 3/4" at all sliding glass doors and extend slab 1 112" past block face. unless noted otherwise
<br />10. Extend slab edge at exterior doors 1 112" past block face. unless noted otherwise
<br />r r I min. u.n.o. w x #10 w.w.m. or fiber h.
<br />11. Sunken shower to be 4 concrete recessed slab ( ) / 6 6 ( ber mesh).
<br />12. Air conditioner compressor pad by mech. contractor to be placed 8" from wall, typical.
<br />13. All stone or brick veneer footings to be 22" wide x 10" deep w/ (3) #5 rebars (min.) continuous (unless noted
<br />otherwise).
<br />14. all footing for 2 story to be 24" wide x 12" deep w/ (3) #5 rebar continuous. (min.)
<br />15. All thickened slab (bell footing) w/ two stories bearing to be 24" wide x 16" deep w/ (3) #5 rebars (place uplift
<br />strapping or anchors as may be required per code).
<br />16. Thickened slab (bell footing) where at bearing wall occurs at change in floor elevation shall be a min. 16" deep
<br />x 16" wide continuous.
<br />17. Assumed minimum existing soil bearing pressure = 2500 p.s.f.
<br />18. Soil noted as compacted is 95% modified proctor, ASTM D1557.
<br />6. The outer foundation bars shall be continuous around corners by bending the bar in accordance with 202.3.4 of
<br />the SSTD 10-93. In both cases the minimum bar lap shall be 40 bar diameter likewise, the bond beam
<br />reinforcement shall be continuous around all corners.
<br />8. Provide 4" x 4" clean out for all concrete filled cells. at the base of wall.
<br />MASONRY/CONCRETE NOTES
<br />2103.1 Concrete masonry units.
<br />Concrete masonry units shall conform to the following standards: ASTM C 55 for concrete brick; ASTM C 73 for
<br />calcium silicate face brick; ASTM C 90 for load -bearing concrete masonry units or ASTM C 744 for prefaced
<br />concrete and calcium silicate masonry units.
<br />CONCRETE NOTES:
<br />1. All concrete shall have a minimum compressive strength of 3,000 psi at 28 days.
<br />2. All reinforcing steel to be new domestic deformed billet steel conforming to astm a-615 grade 40 except that
<br />ties may be domestic steel conforming to astm A-615 grade 40.
<br />3. Welded wire fabric shall conform to A-185.
<br />4. Contractor shall verify locations of all openings, sleeves, anchor bolts, inserts, etc. as required by other trades
<br />before concrete is placed. No sleeves, openings pr inserts may be placed in beams or slabs unless approved by
<br />the architect and shown on shop drawings.
<br />5. All reinforcing details to conform to "manual of standard practice for detailing reinforced concrete structures,
<br />ACI 315, unless detailed otherwise on structural drawings.
<br />6. Provide spacers, chairs. bolts, etc. as required to assemble, place and support all reinforcing in place.
<br />7. Provide corner bars for all footings.
<br />8. All footing dowel bars shall have a standard 900 bend and shall be embedded 5" into -inch footings and a
<br />minimum of 6" into all others. Dowel bars lap vertical wall reinforcement a minimum of 40 bar diameters.
<br />9, 2115.1 Gable endwalls.
<br />2115.1.1 General.
<br />Gable endwalls shall be structurally continuous between points of lateral support,
<br />2115.1.2 Cathedral endwalls.
<br />Gable endwalls adjacent to cathedral ceilings shall be structurally continuous from the uppermost floor to the
<br />ceiling diaphragm or to the roof diaphragm.
<br />2. Steel reinforcement shall have a minimum yield strength of 40,000 psi in accordance with ASTM A-61.5.
<br />3. Concrete Masonry Units, if any, shall be hollow core / load bearing in accordance to astm C90 or C145, 1,900
<br />psi minimum.
<br />4. Grout, if any, shall have 3/8" maximum aggregate, 8-11 inch slump 2,000 psi as per ASTM C476.
<br />5. Mortar, if any, shall be Type M or S in conformance ASTM C270.
<br />PLUMBING NOTES
<br />1. Provide plumbing fixtures, as selected by practical const. complete with all trim traps, stop valves, supplies and
<br />escutcheons.
<br />2. All plumbing shall be is strict accordance with standard plumbing codes and local ordinances.
<br />3. Soil waste and vent piping shall be schedule 40 pvc.
<br />4. All water piping shall be type "I" with 95-5 soldered joints or c.p.v.c.
<br />5. Copper piping underground and in contract with dissimilar metals shall be coated with tar enamel AWWA-C-203 or
<br />equal.
<br />6. Provide individual water stops at all water closets, lavatories and kitchen sink installations.
<br />7. Run all pipes concealed in wall, floors, above ceilings or below grade.
<br />8. Verify all rough in requirements with the fixtures that are selected.
<br />9. Coordinate all work with trades.
<br />10. Provide full size piping from hot water p&t valve to exterior.
<br />11. Water piping run through concrete or masonry shall be wrapped with 10-ml vinyl plumbing tape.
<br />12. Hot water piping shall be insulated in accordance with county wide energy code.
<br />13, gallon water heater (future). Unless noted otherwise.
<br />14. Tank type water closet volume 1.5 gallons.
<br />15. Water -flow rate. Shower heads 2.5 g. p. m. private facilities 2.2b gp m.
<br />16. Plumbers must use a metal or plastic material to box out areas in concrete where drains are to be installed.
<br />17, Thermal expansion protection is required when the water service is equipped with a back flow prevention device.
<br />18. All back flow prevention devices are required to be tested and test results submitted to the building department
<br />before the certificate of occupancy is issued.
<br />GENERAL STRUCTURAL NOTES
<br />These plans meet the minimum requirements of the FLORIDA BUILDING CODE
<br />6th EDITION (2017) . Concrete shall have a minimum compressive strength
<br />of 3,000 psi (unless noted otherwise) @ 28 days.
<br />1. Pre -manufactured roof trusses to be designed in accordance with the latest tpi
<br />design requirements. The truss manufacturer is responsible to furnish all reaction
<br />loads for dead loads, live loads and wind loads. Manufacturer to submit truss
<br />layout and details signed by a florida registered engineer.
<br />2. All exterior concrete block walls are designed as shear walls or shear wall
<br />segments with dur-a-wall reinforcement every other block as per the requirements
<br />of the National Concrete Masonry Institute. If dur-a-wall reinforcement is not used
<br />for the entire building, length of actual shear wall will be designated on the plans.
<br />The above can be omitted when a #5 down bar is installed @ each side of an
<br />opening.
<br />3. All openings greater than 5 feet to have (1)45 bar on each side of opening and
<br />filled with grout. openings greater than 12 feet to have (2)-#5 bars on each side of
<br />opening.
<br />4. Contractor to verify all dimensions and conditions in the field.
<br />5, Any changes to sealed drawings must be approved by the professional
<br />engineer of record.
<br />6. Structural design criteria:
<br />a. Basic Wind Speed =142 m.p.h. as per R301.2.1.5 Hurricane Map
<br />b. Applicable Internal Pressure Coefficient = Windward +0.18, Leeward -0.18
<br />c. Components and cladding: refer to sheet A1.1 for design wind pressures in
<br />terms of psf (kn/m2)
<br />d. Building Catergory: II
<br />GENERAL NOTES
<br />1. General contractor will verify all dimensions shown or implied before starting any
<br />work.
<br />2. General contractor will comply with all building codes both state and local, and
<br />comply with all local authorities having jurisdiction.
<br />3. It is the contractors sole responsibility to determine erection procedure and
<br />sequence to insure the safety of the building and component parts during erection
<br />this includes but is not limited to the addition whatever temporary bracing, guys,
<br />or tie downs that may be necessary, such material shall be removed and shall
<br />remain the property of the contractor after completion of the project.
<br />4. All dimensions and elevations shown on the structural drawings shall be verified
<br />and shall conform to the architectural drawings.
<br />5. Wall siding, including brick facing, painted block or stucco, must end 6 inches
<br />above the ground to allow for future termite inspections. the contractor can paint
<br />the bare band or apply a plaster -like finish less than 5/8" inch thick directly to the
<br />foundation wall.
<br />MECHANICAL NOTES
<br />306.3.2 Air -handling units.
<br />Air -handling units shall be allowed in residential attics if the following conditions are
<br />met:
<br />1. The service panel of the equipment is located within 6 feet (1829 mm) feet of
<br />an attic access.
<br />2. A device is installed to alert the owner or shut the unit down when the
<br />condensation drain is not working properly.
<br />3. The attic access opening is of sufficient size to replace the air handler,
<br />4. A notice is posted on the electric service panel indicating to the homeowner
<br />that the air handler is located in the attic. Said notice shall be in all capitals, in
<br />16-point type, with the title and first paragraph in bold:
<br />NOTICE TO HOMEOWNER
<br />A PART OF YOUR AIR-CONDITIONINGTEM THE AIR HANDLER I SYS S
<br />LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC
<br />OPERATION OF THE AIR-CONDITIONING SYSTEM, YOU MUST ENSURE THAT
<br />REGULAR MAINTENANCE IS PERFORMED.
<br />YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE
<br />FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION
<br />DRAIN IS NOT WORKING PROPERLY, OR 2) A DEVICE THAT WILL SHUT THE
<br />SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO
<br />LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF
<br />SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING
<br />ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION.
<br />5. Bathroom ventilation must me mechanically exhausted to building exterior,
<br />6. Equipment disconnect must be within site.
<br />7. All mechanical equipment including a/c condensers, pool pumps, pool filters
<br />and pool heaters shall be secured to resist location wind loads.
<br />GENERAL WINDOW & DOOR NOTES
<br />1. Exterior front and back doors, windows, garage doors, cladding and
<br />components are submitted with the "Technical Manual" for installation and
<br />technical material specifications.
<br />2. Nail and glue bucks, the wood between the door jamb and the wall.
<br />3. The mullions - strips between a series of windows - must be certified to
<br />withstand the designed wind capacity.
<br />4. Windows and glass doors must meet the impact standards. Window mfg, must
<br />have labels attached listing manufacturer, performance characteristics and
<br />certification that they have been tested. labels must stay on until the final
<br />inspection.
<br />5. Any glazing within 36" horizontally and below 60" of the standing surface of a
<br />bathtub, shower, spa, etc., shall be safety glazed.
<br />FOUNDATION INSPECTION
<br />Notes:
<br />1.) A foundation survey shall be performed and a copy of the survey shall be on
<br />site for the building inspector's use. or all property markers shall be exposed and a
<br />string stretched from marker to marker to verify required setbacks.
<br />FRAMING INSPECTION
<br />Notes:
<br />1.) All Plumbing, Electrical, and Mechanical rough -ins smust be complete,
<br />inspected, and approved before requesting the framing inspection.
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